ELLIS & WOODLOCK RESIDENCE FOR CONSTRUCTION: MAR. 2/14

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1 :6:6 AM 03 5' 03" 5.69m PROPERTY LINES PROPERTY LINES SIDE YARD SETBACK (.5m) REAR YARD SETBACKS (6m) 93 5' 03" m 75 9' 8" m 6' - 5/3" ' - 7 7/6" SITE /6" = '-0" WALKWAY ROOF OVER DECK BUILDING FOOTPRINT DECK FOOTPRINT ROOF OVERHANG ('-0" TYP.) SIDE YARD SETBACK (.5m) ELLIS & 7' - /6" 6" ROOF OVERHANG BEHIND GARAGES NOTES: -THE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT PLACEMENT OF THE BUILDING ON THE SITE AND ALL SITE GRADING. -ALL DIMENSIONS ARE TO STUD FACE -THE OWNER IS UNDECIDED ON THE FOLLOWING AND SHOULD BE CONSULTED BEFORE CONSTRUCTION: ) RAISED CEILINGS IN LIVING ROOM AND DINING ROOM ) COAT CLOSET IN LAUNDRY ROOM - MILLWORK OR FRAMED 3) LINEN CLOSET IN ENSUITE - MILLWORK OR FRAMED ) GARAGE DOOR SIZES 5) BASEMENT BATHROOM: POCKET OR MAN DOOR 58' - 5/3" FRONT YARD SETBACK (6m) 8 33' " m r=5.000 a= ' - 7 3/3" PROPERTY LINES 795 GALORE PLACE, JUNIPER WEST, LEGAL DESCRIPTION: LOT, SEC:3, TP:9, R:7 W6M, KDYD, EPP 0067 PID: ZONING: RS- PROJECT INFORMATION: MAIN FLOOR AREA: 9 SF AREA: 08 SF GARAGE FLOOR AREA: 05 SF BUILDING FOOTPRINT: 337 LOT AREA: 305 SF LOT COVERAGE ALLOWANCE: 0% LOT COVERAGE %: % FOR CONSTRUCTION: MAR. / GENERAL NOTES: -THE FOLLOWING NOTES ARE TO BE INCLUDED AS PART OF THE DRAWINGS. A - COPYRIGHT -THESE S ARE COPYRIGHTED AND ALL RIGHTS ARE RESERVED. ALL DRAWINGS AND IDEAS DEPICTED ON THESE S ARE THE EXCLUSIVE PROPERTY OF. THE USE OF OR REPRODUCTION OF THESE S, IN WHOLE OR IN PART, IS STRICTLY PROHIBITED BY LAW WITHOUT PRIOR WRITTEN NOTICE FROM DANIELLE FAUTEUX. -THE CLIENT(S) NOTED IN THESE S ARE GRANTED PERMISSION TO BUILD ONLY ONE () BUILDING FROM THE PURCHASE OF THESE S AT THE SITE SHOWN ON THE SITE. GENERAL - HAS MADE EVERY EFFORT TO ENSURE THESE S ARE COMPLETE AND ACCURATE. HOWEVER, IT IS IMPOSSIBLE TO COMPLETELY ELIMINATE HUMAN ERROR. THEREFORE, ASSUMES NO LIABILITY FOR ANY ERRORS OR OMISSIONS TO THESE S. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND HOME OWNER TO CHECK AND VERIFY ALL DIMENSIONS, STRUCTURE, AND CONDITIONS ON THE S BEFORE COMMENCING CONSTRUCTION. -PLEASE INFORM YOUR DESIGNER AS SOON AS POSSIBLE IF THERE IS A DISCREPANCY IN THE S. -THE CONTRACTOR IS RESPONSIBLE FOR THE CORRECT PLACEMENT OF THE BUILDING ON THE SITE. -THE DESIGNER SHALL NOT BE RESPONSIBLE FOR SITE CONDITIONS SUCH AS SOIL BEARING CAPACITY, DEPTH OF WATER TABLES OR BURIED STRUCTURES. -ALL WORK SHALL BE EQUAL IN ALL RESPECTS TO GOOD BUILDING PRACTICE. -THESE S HAVE BEEN DESIGN IN COMPLIANCE WITH THE CURRENT VERSION OF THE BRITISH COLUMBIA BUILDING IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL LOCAL CODES AND BY- LAWS ARE COMPLIED WITH. -THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DEVIATION FROM THESE S NOT PREVIOUSLY AUTHORIZED IN WRITING BY THE DESIGNER. -THE GRADE SHOWN ON THESE S IS ASSUMED AND IS THE RESPONSIBILITY OF THE OWNER AND CONTRACTOR TO MAKE ANY NECESSARY ADJUSTMENTS ON SITE ACCORDING TO SPECIFIC SITE CONDITIONS TO ENSURE THE BUILDING IS BUILT TO B.C. BUILDING CODE AND LOCAL ZONING AND BY-LAW SPECIFICATIONS. -THE CONTRACTOR IS TO ENSURE THAT GRADE SLOPES AWAY FROM THE BUILDING AT ALL TIMES. PERIMETER DRAIN SHALL BE INSTALLED WHERE REQUIRED TO THE APPROVAL OF LOCAL AUTHORITIES. -IT IS THE RESPONSIBILITY OF THE OWNER AND CONTRACTOR TO PROVIDE ANY REQUIRED ENGINEERING. -WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE OVER D ONES. STRUCTURAL & DESIGN -ALL WALL ANGLES THAT ARE NOT ORTHOGANAL ARE 5 DEGREES UNLESS OTHERWISE NOTED. -ALL STRUCTURAL DESIGN THAT ISN NOT NOTED AS 'ENGINEERED' HAS BEEN DESIGNED USING PART 9 OF THE CURRENT VERSION OF THE B.C. BUILDING ANY SPECIAL CASES, FOR EXAMPLE WHERE A HIGHER THAN STANDARD LOAD HAS BEEN USED, WILL BE NOTED. -IT IS THE RESPONSIBILITY OF THE MANUFACTURER OF ALL ENGINEERED AND ROOF TRUSSES TO ENSURE THAT ENGINEERED LINTEL AND/OR POST SIZES AS WELL AS LOADING FOR FOOTINGS UNDER ALL POINT LOADS CREATED BY THE FLOOR AND/OR ROOF SYSTEMS ARE ENGINEERED AND SPECIFIED ON THE MANUFACTURER'S S. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THIS IS DONE BY THE MANUFACTURER AND THAT THE HOUSE IS BUILT ACCORDING TO THESE SPECIFICATIONS. IF FURTHER ENGINEERING IS REQUIRED IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ACQUIRE AND ENFORCE IT. -IF THE LOADS FOR THE REGION IN WHICH THE HOUSE DESIGN IN THESE S IS TO BE BUILT ARE GREATER THAN THE STANDARD PART 9 LOADS, OR NOTED SPECIAL CASE LOADS, IT IS THE RESPONSIBILITY OF THE OWNER AND CONTRACTOR TO HIRE THE APPROPRIATE LOCAL PROFESSIONAL TO MAKE THE NECESSARY ADJUSTMENTS TO THE S. LOCAL GROUND SNOW AND RAIN LOADS FOR YOUR REGION CAN BE OBTAINED BY YOUR LOCAL AUTHORITIES. ASSUMED DESIGN LOADS: -DEAD LOADS: -ROOF WITH SHAKES/SHINGLES: 0 PSF (0.8 KPA) -ROOF WITH CLAY/CONCRETE TILES: 5 PSF (. KPA) -FLOOR: 0 PSF (0.8 KPA) -DECKS: 0 PSF (0.8 KPA) -LIVE LOADS: -FLOOR: 0 PSF (0.8 KPA) -ROOF SNOW LOAD: 0 PSF (.9 KPA) -ROOF RAIN LOAD: PSF (0.9 KPA) -DECK SNOW LOAD: 0 PSF (.9 KPA) -CONSTRUCTION LOADS ON THE STRUCTURE CAUSED BY INTERM STORAGE OF MATERIALS OR USE OF EQUIPMENT ARE NOT EXCEED THE ASSUMED DESIGN LOADINGS. -THE 8 DAY COMPRESSIVE STRENGTH OF CONCRETE USED IN THE BUILDING IS TO BE NO LESS THAN 3 MPa. -THE STRUCTURAL LAYOUT INCLUDING ROOF STRUCTURE; FLOOR JOIST SERIES, SPACING AND CROSS-BRIDGING; POSTS; BEAMS; AND HANGERS IS TO BE ENGINEERED BY THE MANUFACTURER. -ALL CONCRETE FOOTINGS ARE TO BE PLACED ON UNDISTURBED OR COMPACTED SOIL BELOW FROST PENETRATION LEVEL. -ALL STRIP FOOTING ARE TO HAVE CONTINUOUS OM REINFORCING BARS SITUATED 3" CLEAR OF THE BOTTOM AND SIDES. -BACK FILL SHALL NOT BE PLACED AGAINST THE FOUNDATION WALLS UNTIL CONCRETE HAS REACHED ITS SPECIFIED 8 DAY COMPRESSIVE STRENGTH AND THE STRUCTURAL FLOOR FRAMING, INCLUDING GLUING AND NAILING OF FLOOR SHEATHING, HAS BEEN COMPLETED. -ENGINEERING IS REQUIRED FOR ANY CONCRETE FOUNDATION WALLS SUPPORTING EARTH HIGHER THAN 7'-6" AND ANY CONCRETE LANDSCAPE RETAINING WALLS SUPPORTING EARTH HIGHER THAN '-0". -IT IS RECOMMENDED THAT FOUNDATION WALLS OVER '-0" HIGH HAVE 0M REINFORCING BAR CENTERED 3" FROM THE TOP WITH CORNER REINFORCING LAPPED ". -ALL EXPOSED LUMBER IS TO BE PRESSURE TREATED OR OTHERWISE PROTECTED WITH AN APPROVED PRESERVATIVE. -ALL PLATES TO BE ANCHORED TO CONCRETE WITH MIN. " DIAMETER ANCHOR BOLTS AT MAX. 6'-0" O.C. -ALL CONCRETE AND WOOD CONTACTS TO BE DAMPROOFED WITH AN APPROVED SILL GASKET OR MIN. 6 MIL. POLY. -ALL NON-ENGINEERED JOISTS AND BEAMS MUST BE DESIGNED USING SPAN TABLES FROM THE B.C. BUILDING CODE USING SPRUCE - PINE - FIR NO. AND NO. GRADE LUMBER. -ALL LOAD BEARING BEAMS TO HAVE EVEN AND LEVEL BEARING AT SUPPORTS. ALL 3-PLY BEAMS WITH SUPPORTED LENGTHS GREATER THAN '-0" REQUIRE.5" OF BEARING, AND ALL OTHER BEAMS REQUIRE 3" OF BEARING. ALL JOISTS TO HAVE A MIN. OF -/" BEARING AT ALL SUPPORTS. -ALL LOAD BEARING LINTELS TO BE -X0 S-P-F UNLESS OTHERWISE NOTED. -ALL PLYWOOD SUBFLOORS ARE TO BE GLUED AND NAILED TO. -ALL FLOOR AND ROOF JOIST SPANS GREATER THAN 6'-0" ARE TO HAVE X CROSS BRIDGING AT MIDSPAN OR AT MAX. 6'-0" O.C., X STRAPPING AT MAX. 6'-0" O.C., OR GYPSUM BOARD AT UNDERSIDE OF JOISTS. -ALL NON LOAD-BEARING WALLS PARALLEL TO ARE TO BE SUPPORTED BY JOISTS BENEATH THE WALL OR X BLOCKING AT '-0" O.C. MAX. -ALL EXTERIOR DOORS TO BE SOLID CORE AND WEATHERSTRIPPED WITH THE GARAGE DOOR ALSO HAVING A SELF- CLOSING DEVICE. -ALL STAIRS, RAMPS, HANDRAILS AND GUARDS ARE TO COMPLY WITH SECTION 9.8 OF THE B.C. BUILDING -CAULK AROUND ALL EXTERIOR OPENINGS WITH 'SIKAFLEX' AND FLASH ABOVE ALL UNPROTECTED OPENINGS. -ALL TRADES ARE TO RESPECT THE STRUCTURAL MEMBERS AND INSTALL ACCORDING TO STRUCTURAL LIMITATIONS OF THE EFFECTIVE MEMBERS. ANY TRADE THAT COMPROMISES THE STRUCTURAL INTEGRITY OF THE BUILDING ASSUMES ALL COST AND LIABILITY FOR ANY REPAIRS. -ALL TRADES ARE TO ENSURE COMPLIANCE WITH ALL CODES AND REGULATIONS. -ALL INTERIOR AND EXTERIOR FINISHING SHALL BE SPECIFIED BY OWNER. ANY FINISHING SPECIFIED ON THESE S IS TO BE CONFIRMED BY THE OWNER. -ADJUST ELECTRICAL, IF PROVIDED, AS PER OWNER WHILE COMPLYING WITH BUILDING CODES AND LOCAL AUTHORITIES. -ALL WINDOW SIZES ARE NOTED IN INCHES, WIDTH BY HEIGHT. EX: 60X = 5'-0" WIDE BY 3'-6" HIGH. -ALL SWING DOOR WIDTHS ARE NOTED IN INCHES. EX: 36" = 3'-0" WIDE. THE OWNER IS TO SPECIFY DOOR HEIGHT WITH THE CONTRACTOR. -ALL BI-FOLD DOORS WIDTHS ARE NOTED IN INCHES. EX: 8" BF = '-0" WIDE BI-FOLD. THE OWNER IS TO SPECIFY DOOR HEIGHT WITH CONTRACTOR. BI-FOLD IS TO BE SINGLE OR DOUBLE SWING AS DRAWN. INSULATION & VENTILATION -MINIMUM INSULATION REQUIREMENTS: WALLS: R0 (RSI 3.5) ATTIC SPACE: R (RSI 7.7) ROOF JOIST ASSEMBLIES: R8 (RSI.9) -6 MIL POLY V.B. TO BE INSTALLED ON THE WARM SIDE OF THE INSULATION. -WALL INSULATION TO FIBERGLASS BATT TYPE AND/OR EXTRUDED POLYSTYRENE INSULATION. -CEILING INSULATION MAY BE LOOSE FILL TYPE OR FIBERGLASS BATT TYPE. -UNDER SLAB INSULATION TO BE EXTRUDED POLYSTYRENE. -PROVIDE BAFFLE OR AIRSPACE (EQUAL TO SOFFIT VENTING AREA) BETWEEN INSULATION AND ROOF SHEATHING AT EXTERIOR WALL LINE. -ALL WALLS AND CEILINGS BETWEEN RESIDENTIAL SPACES AND GARAGES OR CARPORTS SHALL BE INSULATED. -INSULATION REQUIREMENTS MAY VARY WITH HEATING SYSTEMS AND WITH LOCAL CONDITIONS. CONTRACTOR AND/OR OWNER TO VERIFY WITH LOCAL AUTHORITIES. -THE TOTAL UNOBSTRUCTED VENTING AREA FOR ATTICS AND ROOF SPACES SHALL BE MIN. /300 OF THE INSULATED CEILING AREA. THERE THE ROOF SLOPE IS LESS THAN /6, OR IN ROOFS CONSTRUCTED OF ROOF JOISTS, THE UNOBSTRUCTED VENT AREA SHALL NOT BE LESS THAN /50. -VENTS FOR CRAWL SPACE FLOOR AREA MUST BE UNIFORMLY DISTRIBUTED ON OPPOSITE SIDES OF THE BUILDING AND MUST BE DESIGNED TO PREVENT THE ENTRY OF SNOW, RAIN AND INSECTS. 0 DEE STREET,, VB 3YB DESIGNER@LIVE.CA, GALORE PLACE, JUNIPER WEST, ELLIS & SITE MAY / /6" = '-0" DEC. 7/3 A0 MAY. /

2 :6:8 AM 3 STREET VIEW NORTH WEST VIEW SOUTH EAST VIEW 68' - 0" ' - 5" 3' - " 7' - " 0' - " 5' - 0" ' - 3" 5' - " 5' - 5" ' - 6" 9' - 5" ' - 6" ' - 6" ' - 0" 5' - 7" 5' - 8" 6' - 7" 36X8 36X8 30X8 TOILET: 3'-6" X 5'-6" BEDROOM #: 0'-5" X '-7" 0' - 7" SHOWER: 6'-0" X 3'-0" BEDROOM #: 3'-" X 0'-9" FUTURE ELEVATOR/ STORAGE FOR NOW 0' - 9" 3' - 0" MASTER SUITE: 3'-" X 9'-7" 7' - 3" ' - "' - 3" WIC: 9'-6" X 5'-6" LINENS & TOWELS 36X8 ' - 0" ' - " 3' - 8" ' - " BATHROOM: 3'-" X 5'-0" 3X8 3X8 0X8 3X8 3X8 3X8 3X8 OPEN TO BELOW LINEN 36" FRIDGE DN 8R PANTRY & BROOM 53' - " ' - 8" ' - " 0' - 6" ' - 0" 5' - " 7' - 3" 8X8 /" = '-0" 36X8 8X8 30X36 ' - 8" 8' - 7" ' - 9" ' - 8" ' - " ' - 6" ' - 7" ' - " ' - " ' - 9" 8X8 0' - 9" ' - 0" 36X8 3' - 0" 3' - " ' - 5" 60X8 ' - " ' - 9" 3' - 0" 7' - 3" 6' - 0" ' - 5" ' - 7" R=9'-5/8" ' - 9" 3' - 0" 3' - 0" ' - 8" ' - " ' - 7" 8X8 3' - 0" 3' - 0" ' - 8" ' - 0" ' - 3" ' - 8" ' - " SYMBOL LEGEND: 8X8 EXHAUST FAN CO & SMOKE DETECTOR 8X8 MASTER BEDROOM: 7'-0" X 3'-5" LAUNDRY/MUDROOM: '-0" X 8'-7" 3' - 0" WALL OV'N MICRO KITCHEN: 6'-5 X 9'-8" 36X8 ' - 0" ' - 7" ' - " ' - 6" ' - " 8X8 3' - 0" X8 53' - " 6' - 7" COATS SEE OWNER DW 7' - " RAISED CEILING - 0'-0" CONFIRM WITH OWNERS DINING ROOM: APPROX. 5'-0" X '-0" WAY FIREPLACE: APPROX 3' x 6' RAISED CEILING - 0'-0" CONFIRM WITH OWNERS GREAT ROOM: 9'-5" X 6'-" ' - 9" 8' - 7" ' - 9" ' - 8" 6' - " 3' - " 0' - 5" 3' - 0" FOR CONSTRUCTION: MAR. / 3' - 0" ' - 0" ' - 3" 5' - 5" 60X8 8X8 7X90 FRENCH DOOR 8X8 36X8 X8 ' - 0" 5' - 8" 3' - 7" ' - 0" ' - 6" ' - 0" 5' - 5" ' - 0" / GLASS INSERT 7' - 0" 60X5 8X8 8X8 8X8 7X90 ' - 9" 5' - 8" ' - " 3' - 5" 3' - " 8' - " 9' - " 7' - 0" ' - 5" 5' - 0" 5' - 0" ' - " COVERED DECK: 3'-0" X '-0" A - 3' - " 9' - " ' - " ' - " 8' - 9" ' - 3" 3' - 0" ' - 0" 68' - 0" 0 DEE STREET,, VB 3YB DESIGNER@LIVE.CA, GALORE PLACE, JUNIPER WEST, ELLIS & MAY / /" = '-0" DEC.7/3 A MAY. /

3 :6:8 AM ' - 0" 9' - " 6' - 0" 5' - " 30' - 6 3/3" ' - 6" 8' - 0 3/3" 5' - 8" 36X8 ' - 0" 36X8 ' - 0" SINGLE GARAGE: '-0" X '-" 36X8 7' - " 9' X 8' OHGD 7' - 7 5/3" 5' - 0" 7' - 6" 5' - 5/3" DOUBLE GARAGE: '-8" X 6'-" ' - 0" 36X8 ' - 8" ' - " ' - 6" 8' - 0" 6' - 7" ' - " MECHANICAL: 0'-5" X '-" ' - 0" 3' - 0" 5' - " 5' - 0" ' - 6" ' - 6" 0' - 9" FUTURE ELEVATOR/ STORAGE FOR NOW UP 8R 6' - 6" 6' - 6" ' - " ' - 5 3/6" 3' - 0" ' - 9 3/6" 37' - 9 3/6" 8X8 6' - 9" ' - 3" 3' - 0" 3' - " 8' X 9' OHGD ' - 5" ' - " ' - 6" ' - 6" 8X8 8' - 0" 6' - " 3' - 0" ' - /" OPEN TO ABOVE LINE OF FLOOR ABOVE 9.03 UP R 0' - 0" ' - 5" CRAWL SPACE ' - 9" 6' - 7/3" 36X8 3X8 COLD ROOM/ WINE STORAGE: TBA 3X8 5' - 5" ' - 0" WALK IN COATS: 5'-" X 9'-0" 36X8 ' - 8" ' - 0" 0' - 9" ' - 8" 53' - " ' - 0" ' - " 3' - 9" ' - 9" ' - " ' - 6" 5' - 5" 8X9 /" = '-0" ' - 8" 60X8 0' - 5" 9' - " FOYER: 0'-5" X 9'-" 38X9 ' - 5" 5' - 9" BEDROOM #: 3'-" X '-5" ' - 8" 8X9 ' - 3" 3' - 0" 3' - 0" ' - " ' - 0" ' - 5" ' - " 3X8 BATH: 5'-0" X 9'-" 0' - 8" ' - " SEE OWNER RE: POCKET DOOR 3X8 FOR CONSTRUCTION: MAR. / 36X8 36X8 EXERCISE: '-6" X 3'-3" ' - 3" 6' - 0" 6' - 3" 3' - 0" 36X8 X36 36X8 GAS FIREPLACE 8X8 8X8 ' - 3" 6' - " 3' - " ' - 5" 6' - 0" ' - 3" 6' - 0" 0' - 5" 8' - " 8' - 9" ' - 3" 3' - 0" A - 0 DEE STREET,, VB 3YB DESIGNER@LIVE.CA, GALORE PLACE, JUNIPER WEST, ELLIS & MAY / /" = '-0" DEC. 7/3 A MAY. /

4 :6:8 AM PROVIDE ACCESS TO CRAWL SPACE AS PER B.C.B.C CRAWL SPACE 9 CRAWL SPACE /" = '-0" PROVIDE OPENING TO CRAWL SPACE AS PER B.C.B.C COLD ROOM/ WINE STORAGE - TBA 9 0' - 0" ' - 0" 0' - 0" -' - 0" LINE OF FLOOR ABOVE (BEDROOM CLOSET) CANT. FOUNDATION /" = '-0" LINE OF FLOOR ABOVE R = 9'-5/8" UP R ENGINEERED TYP. CRAWL SPACE PROVIDE ACCESS TO CRAWL SPACE AS PER B.C.B.C (SEE CRAWL SPACE SECTON) FOR CONSTRUCTION: MAR. / ENG'D OR DIMENSIONAL LUMBER - 6" 0.C. (SEE BUILDER) A - 0 DEE STREET,, VB 3YB DESIGNER@LIVE.CA, GALORE PLACE, JUNIPER WEST, ELLIS & FOUNDATION MAY / /" = '-0" DEC. 7/3 MAY. /

5 :6:9 AM ASPHALT SHINGLES TYP. ASPHALT SHINGLES (TYP.) STUCCO (TYP.) ' - 0" ' - 0" ' - 0" ' - 0" FRONT ELEVATION /" = '-0" BACK ELEVATION /" = '-0" STUCCO TYP. ROCK VENEER TYP. ' - 7" ' - 6" ' - 6" -SLOPE : TYP. - SEE ENG. TRUSS DESIGN -OVERHANG '-0" TYP. UNLESS NOTED ' - 0" FOR CONSTRUCTION: MAR. / ' - 0" SUGGESTED BUILT UP POST WITH ROCK CLADDING TYP. SUGGESTED GLASS PANEL RAILING FOR VIEW ENTRANCE: X STAINED FIR POSTS TYP. -SLOPE : TYP. - SEE ENG. TRUSS DESIGN -OVERHANG '-0" TYP. UNLESS NOTED ' - 0" ' - 0" 7' - " ' - 0" 0' - 0" A - 7' - " 0' - 0" ' - 0" 6' - " 0' - 0" -' - 0" 6' - " 0' - 0" -' - 0" 0 DEE STREET,, VB 3YB DESIGNER@LIVE.CA, GALORE PLACE, JUNIPER WEST, ELLIS & FRONT & BACK ELEVATIONS MAY / /" = '-0" DEC. 7/3 A MAY. /

6 :6:50 AM = GLAZED SURFACE EXPOSING BUILDING FACE = 065 SF = 98.9 SM LIMITING DISTANCE =.5m MAXIMUM GLAZED AREA = 0% OF 065 SF = 3 SF ACTUAL GLAZED AREA = 97.3 SF = OK REFER TO PG. 35 TABLE OF THE 0 BCBC RIGHT ELEVATION /" = '-0" ASPHALT SHINGLES TYP. ' - 6" 5' - 9" ROCK VENEER TYP. ASPHAULT SHINGLES TYP. ' - 0" ' - 0" ' - 0" ' - 0" ' - 0" FRENCH DOOR / GLASS INSERT FRENCH DOORS ' - 0" ' - 0" ' - 0" ' - 0" LEFT ELEVATION /" = '-0" STUCCO TYP. STUCCO TYP. FOR CONSTRUCTION: MAR. / -SLOPE : TYP. - SEE ENG. TRUSS DESIGN -OVERHANG '-0" TYP. UNLESS NOTED -SLOPE : TYP. - SEE ENG. TRUSS DESIGN -OVERHANG '-0" TYP. UNLESS NOTED A - 7' - " 0' - 0" ' - 0" 7' - " 0' - 0" ' - 0" 6' - " 0' - 0" -' - 0" 6' - " 0' - 0" -' - 0" 0 DEE STREET,, VB 3YB DESIGNER@LIVE.CA, GALORE PLACE, JUNIPER WEST, ELLIS & RIGHT & LEFT ELEVATIONS MAY / /" = '-0" DEC. 7/3 A5 MAY. /

7 :6:50 AM 8' - 0" -SLOPE : TYP. - SEE ENG. TRUSS DESIGN -OVERHANG '-0" TYP. UNLESS NOTED ' - 0" ' - 0" ROOF OVERHANG BEHIND GARAGE 6" - SEE ENG. TRUSS DESIGN GARAGE ELEVATION /" = '-0" 0' - 6" GARAGE SECTION /" = '-0" 6 0' - 0" 9 5 SINGLE GARAGE: 0'-0 CEILING HEIGHT DOUBLE GARAGE: '-0" CEILING HEIGHT ASPHALT SHINGLES TYP. STUCCO TYP. FOR CONSTRUCTION: MAR. / ' - 0" 0' - 0" 7' - " 7' - " 0' - 0" ' - 0" 6' - " 0' - 0" -' - 0" 6' - " 0' - 0" -' - 0" A - 0 DEE STREET,, VB 3YB DESIGNER@LIVE.CA, GALORE PLACE, JUNIPER WEST, ELLIS & GARAGE ELEVATION & SECTION MAY / /" = '-0" DEC. 7/3 MAY. /

8 :6:5 AM 8' - " 7' - " LINTEL SECTION /" = '-0" 7' - " 0' - 0" 6' - " 7'-" LINTEL HEIGHT ON MAIN FLOOR 0' - 0" 8'-" LINTEL HEIGHT ON BSMT FLOOR -' - 0" BUILDING SECTION /" = '-0" ' - 0" SECTION NOTES: BEDROOM # SEE ENGINEERS DRAWINGS FOR FINAL FLOOR JOIST LAYOUT MECHANICAL - DRAINAGE: " DRAIN TILE (OR AS SPECIFIED BY GEOTECH.) 6" MIN. DRAIN ROCK (OR AS SPECIFIED BY GEOTECH.) - FOOTINGS: 6" X 8" CONT. CONC. FTGS (BELOW FROST LINE) C/W REINFORCING BARS TO BUILDERS SPEC. 3 - EXTERIOR FDN WALLS (NON-ENG'D - NOT SHOWN): ASPHALT DAMPROOFING 8" CONC. WALL C/W REINFORCING BARS TO BUILDERS SPEC. MIN. R INSULATION X (OR X6) STUDS AT 6" O.C. R BATT INSULATION 6 MIL POLY VAPOUR BARRIER (V.B.) /" G.W.B - EXTERIOR FDN WALLS (ENG'D): ASPHALT DAMPROOFING CONC. WALL - SEE ENG. DRAWINGS MIN. R INSULATION X (OR X6) STUDS AT 6" O.C. R BATT INSULATION 6 MIL POLY VAPOUR BARRIER (V.B.) /" G.W.B ' - 0" GUARD RAIL 6 - STAIRS: '-0" = 8R RISE = 7.5" EACH RUN = " EACH 9 COLD ROOM/ WINE STORAGE (TBA) 5 - INTERIOR BEARING WALL: X (OR X6) STUDS AT 6" O.C. /" G.W.B. ON EACH SIDE 6" X 8" CONT. CONC. FTG (BELOW FROST LINE) C/W REINFORCING BARS TO BUILDERS SPEC. 6 - PLATE TO FOUNDATION CONNECTION: X6 (OR X) SILL PLATE SILL GASKET OR MIN. 6 MIL POLY V.B. /" DIAMETER ANCHOR 6'-0" O.C. MAX. 7 - EXTERIOR WALLS: FINISH MATERIAL - SEE ELEVATIONS 60 MINUTE BLDG PAPER /" PLYWOOD SHEATHING X6 " O.C. R0 BATT INSULATION 6 MIL POLY V.B. /" G.W.B. 8 - INTERIOR PARTITIONS: X (OR X6) 6" O.C. /" G.W.B. EACH SIDE ' - 0" DINING ROOM CRAWL SPACE: PROVIDE ACCESS AS PER B.C.B.C 9 - CONCRETE SLAB TYPICAL: " CONC. SLAB C/W REINFORCING BARS TO BUILDERS SPEC. 6 MIL POLY V.B. RIGID INSULATION 6" MIN. COMPACTED GRANULAR FILL 0 -FRONT CONC. STEPS: (NOT SHOWN) STAMPED CONC. OR EXPOSED AGG.* *SEE OWNER '-6" TOTAL RISE - R RISERS: 7.5" EACH WITH " RUN - MAIN FLOOR: FINISH FLOORING - SEE OWNER 3/" T&G PLYWOOD ENGINEERED * *SEE MANUF. SPEC. - FACIA, SOFFIT, GUTTERS: SEE BUILDER/OWNER 3 - MAIN FLOOR PATIO: (NOT SHOWN) CODE-COMPLIANT WATER PROOF DECKING (SUGGESTED 'DURA DECK') 5/8" T&G PLYWOOD 6 O.C. DIM. LUMBER SLOPE /" PER FOOT AWAY FROM HOUSE FOR CONSTRUCTION: MAR. / 5 9' - 0 3/" 0' - 0" COVERED DECK EXERCISE ROOM - 0 YEAR ASPHALT SHINGLES #5 FELT UNDERLAY /" PLYWOOD SHEATHING ENGINEERED TRUSSES (SEE MANUF. SPEC.) 5 - CEILING: MIN. R BATT OR LOOSE-FILL INSULATION MIN. 6 MIL POLY V.B. /" CEILING GYPSUM BOARD 6 - STAIRS: '-0" TOTAL RISE - 8 RISERS RISERS: 7.5" EACH WITH " RUN 7 A - 7' - " 0' - 0" ' - 0" 6' - " 0' - 0" -' - 0" 0 DEE STREET,, VB 3YB DESIGNER@LIVE.CA, GALORE PLACE, JUNIPER WEST, ELLIS & BUILDING & LINTEL SECTION MAY / /" = '-0" DEC. 7/ MAY. /